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A 1 unit per 2; acre density applied to the xeric scrub east of the St. Sebastian <br />River (with clustering requirements) provides reasonable protection to the scrub <br />and river, in combination with the 1 unit per 40 acre density (applying to the 125+ <br />acres of wetlands) and a riverlwetland setback buffer. The number of potential <br />development units within the 300 acres of xeric scrub on the east side of the river <br />is further reduced -when one accounts for the approximately 125 acres of scrub <br />The Indian River County Soil Survey identifies "Orsino -fine sand, 0 to 5 per( <br />slopes" as the soil associated with xeric. scrub east of the St. Sebastian Ri` <br />Relative to other soils in the county, Orsino fine sand is one of the better soils <br />septic tank absorption fields, with moderate limitations. Soil modifications; <br />combination with setback requirements from the river, would minimize ecolog <br />impacts associated with septic systems. This issue will become moot over time on <br />east side of the river, however, as public sewer will completely serve the area by <br />year 2010 (see the Sanitary Sewer Sub -Element for reference information). <br />A conservation designation on the west side of the St. Sebastian River to pro` <br />resource protection would cover approximately 600 acres of xeric ser <br />approximately 150 acres of wetlands border the river on the west side in <br />unincorporated county as well. The xeric scrub and associated wetlands on the v <br />is outside of the county's Urban Service Area (USA). At a 1 unit per 22 etre <br />density, the venin scrub in this area would have a nntential fnr a maximum of <br />approximately 240 residential units. In that the area is outside of the USA, <br />individual wells and septic systems would be associated with the residential units. <br />The county soil survey identifies "Electra sand, 0 to 5 percent slopes" as the soil <br />associated with the scrub community west of the St. Sebastian River. The soil is <br />classified as "somewhat poorly drained", and in its unaltered state the soil has <br />severe limitations for septic suitability—. However, even with its limitations, local <br />SCS soils scientists identify Electra sand as one of the better soils in indian River <br />County for septic tank absorptions ie s an m ca e that all of its limitations-= <br />be overcome. Adequate amounts of suitable fill material would increase the effective <br />depth to the water table and the restrictive layer and provide needed filtration. The <br />risk of filtration problems can be reduced by maintaining maximum setbacks from the <br />river and associated wetlands, and Ph can be raised in the immediate area of a septic <br />tank to prevent corrosion to the concrete. <br />The Solid Waste Sub -Element of the Comprehensive Plan substantially describes and <br />analyzes hazardous waste management practices in Indian River County. The <br />following points are summarized: <br />- The County Utilities Department presently has limited storage facilities <br />att e coup —ylaa—n filr of r eesidenti—generated-iazardous waste. This <br />facility does not accept such waste from small quantity commercial or <br />industrial generators. <br />contract with private hazardous waste haulers for the disposal of waste <br />materials. A future expansion of the storage facility at the landfill for <br />temporary storage of hazardous materials is proposed. <br />- There is apathy or ignorance regarding the impacts of improper <br />hazardous waste disposal or illegal dumping in Indian River County, in <br />that illegal dumping continues to be a problem. A program to educate <br />the public concerning the economic and environmental impacts of such <br />activities could help to address this matter. Also, an increase int e <br />consequences of illegal dumping (ie -fine penalties) may help to deter <br />such problems. <br />-68.2- <br />u\rlrlcompre <br />SmeadSoft Reprint Date: Friday, August 23, 2013 - 12:00:07 - OfncialDocuments:626, Attachment Id 0, Page 9 <br />